Road

BILL OF QUANTITIES

Item Description of Item (With brief specification and reference to Quantity Unit Rate In Figures Amount

No. book of Specification)

1 Clearing and grubbing of road land incl.uprooting rank 0.31 One 28455.09

vegetation, grass, bushes, shurbs, saplings and trees girth upto Hect.

300mm removal of stumps of trees cut earlier and disposal of

unserviceable materials © By mechanical means in area of

2 Earthwork in cutting in all sorts of soil and soft Murrum 315.00 One 134.12

including conveying and spreading the suff embankment as Cum

and where directed within 200 meters from the end of the

cutting with all required lead and lift.

3 Providing, Laying, spreding and Compacting of Hard Murrum 178.00 One 408.63

incl. Spreading, rolling ,watering etc with all lead of 4 Kms. Cum

4 .Providing & Laying bitumeneous grout 37.50 mm thick using 387.00 One 3242.81

RS-1 Emulsion for tack coat at the rate of 2.50 Kg/ 10 sqm on BT MT

surface and using B.T.chips for required gradation with the

asphalt of grade VG-30 at the rate of 1.99% i.e. 19.90 Kg./Mt by

weight of mix including heating and mixing in drum mix plant,

transporting the mix and spreading the same by paver finisher

and consolidation as per MOST specification including cost of

all Materials, fuel, labours, tools and plants etc. using

contractor's own drum mix plant etc. complete.

5 Providing, laying & rolling 37.50 mm thick compacted 356.00 One 4579.53

Bitumeneous Macadam (B.M.) in one layer with B.T. aggregates MT

as specified and using RS-1 Emulsion for tack coat at the rate of

2.50 Kg/10Sqm.on B.T.Surface (As per IRC-16) and using

bitumen grade VG-30 for mixing with aggregate at the rate of

3.40% i.e. 34.00 kg / MT of total mix,,, including heating and

mixing in Drum mix plant and spreading the same by Paver

finisher and consolidation with Vibratory roller including

necessary including cost of Hire charges, firewood, oil,

Lubricants, labour charges, etc.by using contractor's own Drum

mix plant, machineries and equipment, tools etc. complete in

accordance with the requirement of specification.

6 Providing and laying and rolling of 20mm thick compacted mix 199.00 One 5785.04

seal surface with B.T.and aggregate as specified using bitumen MT

grade VG-30 for mixing with aggregate at the rate of 5.10% i.e.

51.00kg/M.T. of total mix, including heating and mixing in

drum mix plant and spreading the same by paver finisher and

consolidation with vibratory roller including necessary

firewood, oil, lubricants, labour charges, using contractor's own

drum mix plant, machineries and equipment, tools

etc.including flushing of sand 0.30 cum/10sqm. etc complete in

accordance with the requirement of specification .

7 Providing and fixing Precast Cement Concrete Hectometer as 3.00 One 356.49

per IRC type design incl. painting, lettering etc. fixing in C.C. No

8 Providing and fixing Precast Cement Concrete Guard stone as 30.00 One 213.79

per I.R.C. type design including white washing etc. complete. No

fixing C.C. 1:5:10

9 Providing and fixing ordinary Kilometer stone of pre-cast 1.00 One 704.33

C.C. 1:2:4 including necessary reinforcement as per I.R.C. type No

design in C..C. 1:4:8 including painting lettering etc. complete.

10 Providing and fixing Indicator stone of approve stone as per 35.00 One 102.84

I.R.C. type design in C.C. 1:4:8 including white washing etc. No

complete fixing in earth

Item Description of Item (With brief specification and reference to Quantity Unit Rate In Figures Amount

No. book of Specification)

11 Supplying and fixing Junction Boards of M.S. plates and angles 1.00 One 5236.69

as per I.R.C. design incl;. Fixing in C.C. 1:4:8 with necessary No

excavation painting, figuring, lettering on boards etc. complete.

12 Providing and fixing Road sign of M.S. plate and angle iron 2.00 One 3072.98

incl. painting, lettering etc. complete. fixing in C.C. 1:4:8 block No.

with necessary excavation etc. complete as per IRC type design

(i) Reflective Type.

13 Citizen's Information Board- Providing and fixing of typical 1.00 One 8560.76

MMGSY information board as per instruction. Two M.S. sheets No

of 3 mm thick of 900mm x 750mm size fixed at top & bottom

duly rivetted with MS angles of 25x25x5mm thick M.S. angle

shall be welded by two vertical M.S. angle of 5mm thick to

75mm x 75mm of 12 SWG square tubes posts duly embedded in

cement concrete M-15 grade blocks of 600mm x 600mm x

750mm below ground level. The letters & figure of any shade

reflectorised with high intensity prismatic grade retro reflective

sheeting of Type-4 as per ASTM D-4956 and latest MORD

specifications; All sections of framed posts and steel tube will be

painted with primer and two coats of epoxy paints as per

drawing Clause 1701 and Annexure 1700.1 (10.16). (A) Class-B

high intensity grade retro reflective sheeting.

14 Road marking with hot applied thermoplastic paints with 274.00 One 367.72

reflectorising glass beads on bitumin surface providing and Sqm

laying a hot applied thermoplastic compound 2.5 mm thick

including reflectorising glass beads @ 250gms per sqm area,

thickness of 2.5mm is excluding of surface applied glass beds as

per IRC:35-2015. The finished surface to be level, uniform and

free from streaks and holes. zebra patta/bump patta

lane/center line/ edge line/cut patta. The white color marking

should provide liminance coefficinet on cemend road shalll be

min 130 mcd/m2/lux and Asphalt road shall be min

mcd/m2/lux during the service life during the day time. The

marking should meet the performance criteria for night time

reflectivity, wet reflectivity and skid resistance as mentioned in

the section-15 of IRC 35-2015. Warranty for the Retro reflectivity

should be two years.

15 Supplying and fixing cat eye (Stimsonite) made out from Acrilo 171.00 One 375.72

beautile sterine injuction high compressed molding with No

reflector made of MMC (prismatic type of size 12cm x 6cm x

2.5cm) provided with bituminous adhesive 100g. with each unit

for fixing. (High Intensity grade)

16 Regulatory / Mandatory Signs 4.00 One 3439.80

Providing and Fixing sign boards made out of 2mm aluminum No

sheet : size 60 cms. diamete circle as per design of IRC-67-1977.

Pretreated with phospheting process andmacid etching : coated

with one coat of epoxy primer and two coats of best quality

epoxy paint reflectorised with retro reflective sheeting as per

latest M.O.S.T specification: 3.1 M. long stand post and frame

fabricated from suitable size iron angle of 35*35*3mm

75*75*6mms. required: painted with best quality epoxy coatings

in black and white bends the details of symbole for each board

shall be as per the instruction of engineer in charge the fixing at

site shall be in 1:2:4 CC block of size 45*45*60 cms for each leg:

includingexcvation curing etc. comp.under the supervision of

engineer-in-charge. (A) Engineer grade.

Item Description of Item (With brief specification and reference to Quantity Unit Rate In Figures Amount

No. book of Specification)

17 Bump Ahed Sign : 4.00 One 5045.36

Providing and Fixing sign boards made out of 2mm aluminum No

sheet : size 90*60 cms. rectangle as per design of IRC-67-1977.

Pretreated with phospheting process and acid etching : coated

with one coat of epoxy primer and two coats of best quality

epoxy paint: reflectorised with retro reflective sheeting as per

latest M.O.S.T specification: 3.1 M. long (2 nos) stand post and

frame fabricated from suitable size iron angle of 50*50*5mm

painted with best quality epoxy coatings in black and white

bends the details of symbole or inscription / numerals for each

board shall be as per the instruction of engineer in charge the

fixing at site shall be in 1:2:4 CC block of size 45*45*60 cms for

each leg: including excvation curing etc. comp.under the

supervision of engineer-in-charge.(B)Engineer grade

18 Hazard Marker sign : 4.00 One 2423.73

Providing and Fixing sign boards made out of 2mm aluminum No

sheet : size 90*30 cms. rectangle as per design / Drawing

attached (IRC). Pretreated with phospheting process and acid

etching : coated with one coat of epoxy primer and two coats of

best quality epoxy paint: reflectorised with retro reflective

sheeting as per latest M.O.S.T specification: 3.1 M. long (2 nos)

stand post and frame fabricated from suitable size iron angle of

35*35*3mm and 50*50*5mm : painted with best quality epoxy

coatings in black and white bends the details of symbole or

inscription / numerals for each board shall be as per the

instruction of engineer in charge the fixing at site shall be in

1:2:4 CC block of size 45*45*60 cms for each leg: including

excvation curing etc. comp.under the supervision of engineer-in-

charge. (B) Engineer grade

19 Chevron sign :-Providing and fixing sign boards made out of 6.00 One 3711.75

1.5mm aluminium sheet / 3mm ACP (Aluminum composite No

Panel); size 60x50cm rectangular as per design of IRC-67-2012.

Pre treated with phospheting process & acid etching; coated

with one coat of epoxy primer and two coats of best quality

epoxy paint ; reflectorised with High Intensity Prismatic Grade

retro refiectivesheeting of Type-4 as per ASTM D-4956 and

latest M.O.S.T. Specifications; 3.3 mtr long stand post of Iron

Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and

frame fabricated from suitable size iron angle of35x35x3mm;

painted with bestquality epoxy coatings in black and white

bends. the details of symbol or inscription / numerals for each

board shall be as per the instruction of engineer in charge. The

fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms.

for each leg including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for 7 years for

the Retro reflective sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure test report from third

party test lab for the product offered shall besubmitted by

contractor. (A) Class-B Type-11 Retro Reflective sheeting

Forty Four Lakh Twenty Two Thousand Nine Hundred Forty Seven Rupees And Ninety Paisa

I \ We am \ are willing to carry out the work at ……………………… % above \ below percent ( Should be written in figures

and words ) of the estimated rate mentioned above. Amount of My \ Our tender works put as under.

* Estimated Amount * Estimated Amount

Put to tender Rs…………………… Put to tender Rs……………………

Deduct……..……..% Add……..……..%

Item Description of Item (With brief specification and reference to Quantity Unit Rate In Figures Amount

No. book of Specification)

In words………………….……………… In words………………….………………

1.The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge for

which no extra payment shall be made.

2.The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3.GST and Income tax TDS will be deducted at a source while making payments of bills

4.In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017 Cement

Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as per actual mix

design the cost of difference of cement consumption have been deducted from the rate of original item at the rate of input rate

mentioned in all the tender.

Signature of Contractor.

Deputy Executive Engineer Executive Engineer

Panchayat R&B Sub Division Panchayat R&B Division

Keshod-1 Junagadh